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| 1 | Providing, laying, spreading and compacting stone aggregates of 22.4-53mm specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheel static roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means including cost of all material, labour, T&P and all Taxes, Labour Cess, Royalty but excluding GSTetc required for proper completion of the work and as per direction of Engineer Incharge. |
| 2 | Construction of un-reinforced, plain cement concretepavement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film wedges, steel plates including levelling the formwork as per drawing), spreading theconcrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished incontinuous operation including provision of contraction, expansion, construction and constructionl joints, applying primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. |
| 3 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. (Small work) Ch-4 SI No- 1 |
| 4 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors.Ch- 5 SI No- 4.1.8 including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges |
| 5 | Class-150 (Non Modular) brick work in 1:4 cement and Coarse sandmortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. SI No- 6.1.1including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges |
| 6 | Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors.Ch-5 SI No-4.1.4including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges |
| 7 | 12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand ofsingle coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. Ch- 13 SI No- 13.4.1 |
| 8 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause |
| 9 | Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable2- Labour cess @ 1% will be deducted from contractor\"s bill at the time of payment |
